Y.B. PATIL POLYTECHNIC
SECTOR NO. 29, AKURDI, PUNE -411044, INDIA
HRISHIKESH TARANGE – Y-2070-1901340102
ATHARVA PATIL – Y-2075-1901340081
YOGESH YELAVI -Y-2083-1901340103
PRATHAMESH ROKDE – Y-2031-1901340079
AVINASH SAKHARE – Y-2058 -1901340080
DAVENDRA SUTHAR – Y-2077-1901340104
This is to certify ;has satisfactorily carried out and completed the project work entitled
Study of types of rocks
This work is being submitted for the award of Diploma in civil Engineering partial fulfillment of
prescribed syllabus of M.S.B.T.E Mumbai for academic Year 2020
MR.SHEETAL NALBIWAR MR,ABHIJEET PATIL
GUIDE HOD CIVIL DEPARTMENT
PRINCIPLE
PROF.A.S KONDEKAR
Micro project proposal
Topic-Study of types of rocks
1.Aims/benefits of micro project: To get knowledge about total station its objective its
component use in civil engineering introduction & knowledge of total station
2 Course outcome addressed.
1 To learn about types of foundation
2. To learn about component & it use
3. To learn about their advantage & disadvantage
3 Action plan
Sr.
No.
Details of activity Planned
Start date
Planed
Finished
date
Name of
responsible
team member
1) Collection of information. 20/06/2020 20/06/2020 HRISHIKESH
TARANGE –
Y2070
ATHARVA
PATIL – Y2075
2) Working of Microsoft
Word.
20/06/2020 23/06/2020 YOGESH
YELAVI –
Y2083
PRATHAMESH
ROKDE –
Y2031
3) Taking Prints of the project
made in Microsoft Word &
Microsoft word & binding it
22/06/2020 22/06/2020 AVINASH
SAKHAREz –
Y2058
DAVENDRA
SUTAR –
Y2077
5 Resource Required
Sr.no Name of resource /materials specification Qty Remark
1 Internet and reference book Collect
information
1
2 laptop Working on
Microsoft word
1
Name of team member with roll no
HRISHIKESH TARANGE – Y2070
ATHARVA PATIL – Y2075
YOGESH YELAVI – Y2083
PRATHAMESH ROKDE – Y2031
AVINASH SAKHERE – Y2058
DAVENDRA SUTAR – Y2077
Micro project evaluation sheet
Name of student
HRISHIKESH TARANGE – Y2070
ATHARVA PATIL – Y2075
YOGESH YELAVI – Y2083
PRATHAMESH ROKDE – Y2031
AVINASH SAKHERE – Y2058
DAVENDRA SUTAR – Y2077
Name of programme: micro project on the Study of types of rocks
Semester:2st
Course title: GEOTECHNICAL ENGINEERING
Title of micro project : Study of types of rocks
Course outcome achieved
1 To learn about Study of types of rocks
2. To learn about component & it use
3. To learn about their advantage & disadvantage
Sr
no
Characteristic to be
assessed
Poor
(mark 1-3)
Average
(mark 4-5)
Good
(mark 6-8)
Excellent
(mark 9-10)
Sub total
(A)PROCESS AND PRODUCT ASSESSMENT CONVERT ABOVE TOTAL MARK OUT OF 6 MARK
1 Relevance to the course
2 Literature review/information
3 Completion of the target as
per project proposal
4 Analysis of date and
representation
5 Quality of prototype/model
6 Report preparation
(B)INDIVIDUAL PRESENTATION/VIVA CONVERT ABOVE MARK OUT OF 4 MARKS
7 Presentation
8 viva
NAME ROLL NO
(A)
PROCESS AND
PRODUCT
ASSESSMENT
(6MARK)
(B)
INDIVIDUAL
PRESENTATIO
N/ VIVA (4
MARK)
TOTAL
MARK (10
MARK)
HRISHIKESH
TARANGE
Y-2070
ATHARVA PATIL Y-2075
YOGESH YELAVI Y-2083
PRATHAMESH
ROKDE
Y-2031
AVINASH SAKHERE Y-2058
DAVENDRA SUTAR Y-2077
COMMENTS/SUGGESTION ABOUT TEAMWORK/LEADERSHIP/INTERPERSONAL
COMMUNICATION ( IF ANY)
NAME AND DESIGNATION OF TEACHER …………………………………………………
DATED SIGNATURE………………………………
Introduction
The study of geology is the study of the Earth, and so is ultimately the study of rocks.
Geologists define a rock as:
A bound aggregate of minerals, mineraloids, or fragments of other rocks.
Chert
The use of the word 'bound' means that a rock must have structural integrity, e.g. an
aggregate of sand does not become a rock until the grains are bound together. Typical
binding agents are very fine grained minerals (e.g. calcite, clay) or mineraloids (e.g. chert,
glass), though in some rock types the crystals are intergrown and no binder is required.
Classification
There are three major groups of rocks:
1. Igneous rocks are those that have formed by the cooling and crystallisation of
magma, either at the Earth's surface or within the crust;
2. Sedimentary rocks are those that have formed when eroded particles of other rocks
have been deposited (on the ocean floor, stream/lake beds, etc) and compacted, or
by the precipitation of minerals / mineraloids from water;
3. Metamorphic rocks are those that have formed when existing rocks have undergone
pressure and / or temperature changes so that their original mineralogy has been
changed.
Each of these rock groups contains many different types of rock, and each can be identified
from its physical features.
Being able to describe and name rocks is one of the fundamental skills of a geologist.
Important information regarding the nature of rocks is communicated through concise,
accurate descriptions. This information allows the geologist to identify the rock, and, in the
process, to learn about its history and the geological environment in which it was formed.
A knowledge of field relationships between different rock units is fundamental to the study of
rocks. It is gained from mapping and observing rocks in the field. In depth analysis of rocks
using a microscope or sophisticated analytical laboratory equipment provides important
information on their composition. In between these extremes is the observation and
description of hand specimens. The term hand specimen refers to an easily manageable
piece of rock that can be picked up and easily transported back to the geologist's base for
further investigation.
Methodology
Rock identification is a systematic process, requiring concise, accurate descriptions of
physical characteristics. This process is called petrography. Geologists use petrographic
descriptions to communicate the essential features of rocks in writing (with illustrations /
photographs if appropriate). Petrographic descriptions also summarise these characteristics
for future reference. They should contain sufficient information to allow identification of the
rock.
Systematic petrographic descriptions, as the name suggests, should follow a systematic
pattern detailing the necessary information in a set order. Geologists need to be able to
determine the physical properties of rocks based on observations and simple tests that can
be conducted in the field.
Features of rocks
Important features to look for when writing descriptions and identifying rocks are:
Texture: Refers to the shape, arrangement and distribution of minerals or grains /
clasts within the rock - the texture in a geological sense does NOT refer to the
roughness of the surface of the rock;
Structure: Refers to broader features of a rock which may extend beyond the hand
specimen into the outcrop; examples are bedding (in sedimentary rocks),
foliation (in metamorphic rocks);
Note: Texture and structure, collectively referred to as fabric, are of primary
importance in determining which major rock group a particular rock specimen
belongs to.
Grain size: Refers to the size of individual mineral crystals or clasts (pieces of pre-
existing rock) in a rock. Grain size is useful for determining various rock types
within the three major rock groups;
Mineralogy: Refers to the minerals present within the rock, and also their relative
proportions (especially important in the case of igneous rocks);
Other
features:
Features such as colour, hardness / strength and specific gravity can also
provide useful information, and should be included in a complete petrographic
description. If a rock appears to be weathered this is an important feature to
note as weathering can change physical characteristics markedly. The size of
the sample should also be noted.
Each of the three major rock groups has specific features which are useful for their
determination, as do the rocks within the three groups.
Preparing a petrographic description
To ensure good systematic petrographic descriptions the following steps should be followed
when investigating rocks. (Important note: physical characteristics should be determined
from a fresh, unweathered surface):
1. Observe and note the rock's fabric (texture and structure). This should enable you to
determine the group into which the sample falls (igneous, sedimentary or
metamorphic).
2. Identify any minerals visible in the sample by their properties. If minerals comprise a
significant portion of the sample, try to estimate the relative proportions of each. If the
sample contains fragments of other rock types, try to identify these.
3. Determine the grain size, or range of grain sizes, in the sample. Use estimates of
grain size as follows:
fine: < 0.1mm diameter, medium: 0.1 – 2mm diameter, coarse: > 2mm diameter.
Take note of whether different minerals are of different sizes, and / or whether there
are large variations in grain size.
4. Note other features including colour, hardness / strength, specific gravity, sample
size and any weathering.
Igneous rocks
Igneous rocks are formed by the solidification of magma, a silicate liquid generated by
partial melting of the upper mantle or the lower crust. Different environments of formation,
and the cooling rates associated with these, create very different textures and define the
two major groupings within igneous rocks:
Volcanic rocks
Volcanic rocks form when magma rises to the surface and erupts, either as lava or
pyroclastic material. The rate of cooling of the magma is rapid, and crystal growth is
inhibited. Volcanic rocks are characteristically fine-grained. Volcanic rocks often exhibit
structures caused by their eruption, e.g. flow banding (formed by shearing of the lava as it
flows), and vesicles (open cavities that represent escaped gasses).
Plutonic rocks
Plutonic rocks form when magma cools within the Earth's crust. The rate of cooling of the
magma is slow, allowing large crystals to grow. Plutonic rocks are characteristically coarse-
grained.
Textures of igneous rocks
The environment of formation produces characteristic textures in igneous rocks which aid
in their identification. These textures are:
Phaneritic - This texture describes a rock with large, easily visible, interlocking crystals of
several minerals. The crystals are randomly distributed and not aligned in any consistent
direction. A phaneritic texture is developed by the slow cooling and crystallisation of
magma trapped within the Earth's crust and is characteristic of plutonic rocks.
Porphyritic - This texture describes a rock that has well-formed crystals visible to the naked
eye, called phenocrysts, set in a very fine grained or glassy matrix, called the groundmass.
A porphyritic texture is developed when magma that has been slowly cooling and
crystallising within the Earth's crust suddenly erupted at the surface, causing the remaining
uncrystallised magma to cool rapidly. This texture is characteristic of most volcanic rocks.
Aphanitic - This texture describes very fine grained rock where individual crystals can be
seen only with the aid of a microscope, i.e. the rock is mostly groundmass. An aphanitic
texture is developed when magma is erupted at the Earth's surface and cools too quickly
for large crystals to grow. This texture is exhibited by some volcanic rocks.
Eutaxitic (applies only to welded ignimbrites) - This texture describes a rock with a planar
fabric in which flattened pumice clasts are surrounded by a fine grained groundmass of
sintered ash. The flattened pumice clasts are lenticular (lens-shaped) in cross-section and
are called fiamme (Italian for flame). An eutaxitic texture is developed when hot, pumice-
rich material is erupted explosively and is then compressed by overlying material while still
in a hot, plastic state.
Other features
The chemical composition of the magma determines which minerals will form and in what
proportions they will occur. Therefore, identification of the minerals present in the rock is
an important step in being able to correctly identify the rock. Magmas that are relatively low
in silica (SiO 2) crystallise olivine, pyroxene ( augite) and calcium-rich plagioclase, while
magmas that are high in SiO 2 crystalline quartz, sodium-rich plagioclase, orthoclase,
biotite and hornblende. As with minerals, igneous rocks can be broadly divided into mafic
and felsic types. Mafic rocks are generally darker, and have higher abundances of mafic
minerals. Felsic rocks are generally lighter in colour, having a higher concentration of felsic
minerals.
The following chart is a useful guide to identification of igneous rocks from their mineral
composition:
Sedimentary rocks
Sedimentary rocks are the product of the erosion of existing rocks. Eroded material
accumulates as sediment, either in the sea or on land, and is then buried, compacted and
cemented to produce sedimentary rock (a process known as diagenesis).
There are two major groupings of sedimentary rocks:
Clastic sedimentary rocks
The fragments of pre-existing rocks or minerals that make up a sedimentary rock are called
clasts. Sedimentary rocks made up of clasts are called clastic (clastic indicates that particles
have been broken and transported). Clastic sedimentary rocks are primarily classified on the
size of their clasts.
Clast size in clastic rocks
Name Grade Size range (mm) Comments
Boulder > 200 Clasts should be identifiable.
Gravel Very coarse 60 – 200
Coarse 20 – 60
Medium 6 – 20
Fine 2 – 6
Sand Coarse 0.6 – 2 Clasts visible to the naked eye.
Grains often identifiable.
Medium 0.2 – 0.6
Fine 0.06 – 0.2
Mud < 0.002 – 0.06 Clasts not visible to the naked
eye. Feels smooth.
Clast shape, or the degree of rounding of clasts, is important in differentiating some
sedimentary rocks. Clasts vary in shape from rounded to angular, depending on the distance
they have been transported and / or the environment of deposition, e.g. rounded clasts are
generally the product of long transportation distances and / or deposition in high energy
environments (beaches, rivers).
Clasts in sandstone
The degree of sorting of clasts can be an important indicator of the depositional
environment. In water, larger clasts are generally not transported great distances, and they
settle faster. For example, in a mixture of mud and sand being transported in a river to the
sea, the sand (larger clast size, heavier) would begin to deposit as soon as the river's energy
dissipated, while the mud (fine, light-weight) would be transported far off shore. Therefore, a
well sorted (clasts of approximately the same size), coarse sandstone indicates deposition in
a reasonably high energy environment (near-shore) probably close to the source of the
sand. Conversely, a mudstone generally indicates deep water deposition (low energy
environment, far off shore).
Structures produced during deposition, e.g. bedding and cross-bedding, can give clues as to
the depositional environment. So can structures produced by re-working by tidal or storm-
generated currents, e.g. ripple marks, rip-up clasts.
Non-clastic sedimentary rocks
These sedimentary rocks occur when minerals / mineraloids are precipitated directly from
water, or are concentrated by organic matter / life. Components have not been transported
prior to deposition. No classes are present.
Metamorphic rocks
Metamorphism is the alteration of pre-existing rocks in the solid state due to changes in
temperature and pressure. Under increasing temperature and / or pressure existing minerals
become unstable and break down to form new minerals. In the case of regional
metamorphism the rocks are subjected to tectonic forces which provide the necessary
mechanisms for metamorphism. Products include schist and slate. Contact metamorphism
involves metamorphosis through heating by an intruding plutonic body. Hornfels is the result
of this type of metamorphism.
Metamorphic rocks are classified according to the conditions under which they recrystallised,
known as their metamorphic facies. The key parameters in this classification are index
minerals which indicate particular pressure / temperature conditions. These minerals may
only be present in small proportions, and in many cases are difficult to recognise in hand
specimens. An alternative classification, useful in the field or for hand specimens, is based
upon the degree of recrystallisation of the original minerals, and so grain size and the degree
of foliation (see below) are important. As metamorphism occurs in areas undergoing
deformation, look also for structures that indicate deformation, such as folding (often shown
as crenulations or small crumpled folds), and small fractures or faults.
Metamorphic textures
The two distinctive metamorphic textures are:
Foliation planes in gneiss
Foliation - This represents a distinct plane of weakness in the rock. Foliation is caused by
the re-alignment of minerals when they are subjected to high pressure and temperature.
Individual minerals align themselves perpendicular to the stress field such that their long
axes are in the direction of these planes (which may look like the cleavage planes of
minerals). Usually, a series of foliation planes can be seen parallel to each other in the rock.
Well developed foliation is characteristic of most metamorphic rocks. Metamorphic rocks
often break easily along foliation planes.
Granular - This describes a metamorphic rock consisting of interlocking equant crystals
(granules), almost entirely of one mineral. A granular texture is developed if a rock's
chemical composition is close to that of a particular mineral. This mineral will crystallise if the
rock is subjected to high pressure and temperature. A granular texture is characteristic of
some metamorphic rocks.
Note: As the grade of metamorphism increases (more temperature and pressure), both
crystal size and the coarseness of foliation increase. Therefore, gneiss represents more
intense metamorphism (or a higher grade) than does schist.
Some fine-grained metamorphic rocks, e.g. schist, have larger crystals present. These
crystals are called porphyroblasts. Porphyroblasts represent minerals that crystallise at a
faster rate than the matrix minerals. Garnet is a common porphyroblast mineral.
Guide to the classification of metamorphic rocks by texture
Grain size
Fine Medium Coarse
Poorly foliated Hornfels Marble, quartzite Marble, quartzite
Well foliated Slate Schist Gneiss
Well foliated and sheared Mylonite Mylonite, schist Augen gneiss

More Related Content

DOCX
GTE_micro_project.docx
DOCX
Engineering Geology I Report-MALEKHU
PDF
Soft rock in argentina
PPTX
ENGINEERING GEOLOGY
PPTX
Rock Mass Classification
PDF
Application of structural geology to the solution of engineering problems
DOCX
Geology report by jitu
PDF
Cox's bazar field work 2017
GTE_micro_project.docx
Engineering Geology I Report-MALEKHU
Soft rock in argentina
ENGINEERING GEOLOGY
Rock Mass Classification
Application of structural geology to the solution of engineering problems
Geology report by jitu
Cox's bazar field work 2017

Similar to GTE MP.docx (20)

PDF
A Study in Various Techniques, Advances and Issues Used for Rock Masses
PDF
Gilgit field report by zeeshan (uoh )
DOCX
3b. Mineral Resource of Pakistan.docx
PPTX
Science rocks
PDF
Geology Q&A
DOCX
Daily Lesson Log ELS QUARTER 1 WEEK 5.docx
PPTX
Petrology
PPTX
Metamorphism and Types of Igneous Rocks.pptx
PPTX
Presentationpa.pptx
PPT
Groundwater geology-week-2-2-20101
PPTX
brief INTRODUCTION TO ROCK MECHANICS.pptx
PPTX
Conservation of Natural Resources Module-3.pptx
PPTX
ENGINEERING GEOLOGY
DOCX
3c. Geotechnical Exploration.docx
PDF
Engineering Geology Unit 2.pdf
PDF
Historical Geology 8th Edition Wicander Solutions Manual
PDF
Historical Geology 8th Edition Wicander Solutions Manual
DOC
First Quarter Overview 09 10
DOCX
3.Introduction to Geology and Geological Investigation.docx
PPT
Unit 2 - Rock Mass Classification.ppt
A Study in Various Techniques, Advances and Issues Used for Rock Masses
Gilgit field report by zeeshan (uoh )
3b. Mineral Resource of Pakistan.docx
Science rocks
Geology Q&A
Daily Lesson Log ELS QUARTER 1 WEEK 5.docx
Petrology
Metamorphism and Types of Igneous Rocks.pptx
Presentationpa.pptx
Groundwater geology-week-2-2-20101
brief INTRODUCTION TO ROCK MECHANICS.pptx
Conservation of Natural Resources Module-3.pptx
ENGINEERING GEOLOGY
3c. Geotechnical Exploration.docx
Engineering Geology Unit 2.pdf
Historical Geology 8th Edition Wicander Solutions Manual
Historical Geology 8th Edition Wicander Solutions Manual
First Quarter Overview 09 10
3.Introduction to Geology and Geological Investigation.docx
Unit 2 - Rock Mass Classification.ppt
Ad

More from NAUGHTYBOY9 (20)

PDF
MECHANICS OF STRUCTURE.pdf
PDF
BUILDINGTECHNOLOGY AND PLANNING.pdf
PDF
ENGINEERING GEOLOGY.pdf
PDF
Fluid mechanics unit 3.pdf
PDF
Engineering mathematics 3.pdf
PDF
FLUID MECHANICS.pdf
PDF
MECHANICS OF STRUCTURE.pdf
PDF
BUILDING TECHNOLOGY AND ARCHITECTURAL PLANNING.pdf
DOCX
HYD MP.docx
DOCX
RBE MP.docx
DOCX
TOS MP.docx
DOCX
EST MP.docx
DOCX
BPD MP.docx
DOCX
TYPES OF SUPPORTS,BEAM AND LOADING.docx
DOCX
TRAFFIC CONTROL DEVICES AND ROAD SIGNS.docx
DOCX
BCO MP.docx
DOCX
ASU MP.docx
DOCX
ADMIXTURE USED IN CONCRETE.docx
DOCX
CME MP.docx
DOCX
ICT MP.docx
MECHANICS OF STRUCTURE.pdf
BUILDINGTECHNOLOGY AND PLANNING.pdf
ENGINEERING GEOLOGY.pdf
Fluid mechanics unit 3.pdf
Engineering mathematics 3.pdf
FLUID MECHANICS.pdf
MECHANICS OF STRUCTURE.pdf
BUILDING TECHNOLOGY AND ARCHITECTURAL PLANNING.pdf
HYD MP.docx
RBE MP.docx
TOS MP.docx
EST MP.docx
BPD MP.docx
TYPES OF SUPPORTS,BEAM AND LOADING.docx
TRAFFIC CONTROL DEVICES AND ROAD SIGNS.docx
BCO MP.docx
ASU MP.docx
ADMIXTURE USED IN CONCRETE.docx
CME MP.docx
ICT MP.docx
Ad

Recently uploaded (20)

PPTX
communication and presentation skills 01
PDF
III.4.1.2_The_Space_Environment.p pdffdf
PPTX
Software Engineering and software moduleing
PDF
distributed database system" (DDBS) is often used to refer to both the distri...
PPTX
CURRICULAM DESIGN engineering FOR CSE 2025.pptx
PPT
Total quality management ppt for engineering students
PDF
Accra-Kumasi Expressway - Prefeasibility Report Volume 1 of 7.11.2018.pdf
PDF
22EC502-MICROCONTROLLER AND INTERFACING-8051 MICROCONTROLLER.pdf
PDF
Soil Improvement Techniques Note - Rabbi
PDF
Influence of Green Infrastructure on Residents’ Endorsement of the New Ecolog...
PDF
BIO-INSPIRED ARCHITECTURE FOR PARSIMONIOUS CONVERSATIONAL INTELLIGENCE : THE ...
PDF
Categorization of Factors Affecting Classification Algorithms Selection
PDF
BIO-INSPIRED HORMONAL MODULATION AND ADAPTIVE ORCHESTRATION IN S-AI-GPT
PDF
ChapteR012372321DFGDSFGDFGDFSGDFGDFGDFGSDFGDFGFD
PDF
SMART SIGNAL TIMING FOR URBAN INTERSECTIONS USING REAL-TIME VEHICLE DETECTI...
PDF
EXPLORING LEARNING ENGAGEMENT FACTORS INFLUENCING BEHAVIORAL, COGNITIVE, AND ...
PDF
null (2) bgfbg bfgb bfgb fbfg bfbgf b.pdf
PPTX
Sorting and Hashing in Data Structures with Algorithms, Techniques, Implement...
PDF
Exploratory_Data_Analysis_Fundamentals.pdf
PDF
UNIT no 1 INTRODUCTION TO DBMS NOTES.pdf
communication and presentation skills 01
III.4.1.2_The_Space_Environment.p pdffdf
Software Engineering and software moduleing
distributed database system" (DDBS) is often used to refer to both the distri...
CURRICULAM DESIGN engineering FOR CSE 2025.pptx
Total quality management ppt for engineering students
Accra-Kumasi Expressway - Prefeasibility Report Volume 1 of 7.11.2018.pdf
22EC502-MICROCONTROLLER AND INTERFACING-8051 MICROCONTROLLER.pdf
Soil Improvement Techniques Note - Rabbi
Influence of Green Infrastructure on Residents’ Endorsement of the New Ecolog...
BIO-INSPIRED ARCHITECTURE FOR PARSIMONIOUS CONVERSATIONAL INTELLIGENCE : THE ...
Categorization of Factors Affecting Classification Algorithms Selection
BIO-INSPIRED HORMONAL MODULATION AND ADAPTIVE ORCHESTRATION IN S-AI-GPT
ChapteR012372321DFGDSFGDFGDFSGDFGDFGDFGSDFGDFGFD
SMART SIGNAL TIMING FOR URBAN INTERSECTIONS USING REAL-TIME VEHICLE DETECTI...
EXPLORING LEARNING ENGAGEMENT FACTORS INFLUENCING BEHAVIORAL, COGNITIVE, AND ...
null (2) bgfbg bfgb bfgb fbfg bfbgf b.pdf
Sorting and Hashing in Data Structures with Algorithms, Techniques, Implement...
Exploratory_Data_Analysis_Fundamentals.pdf
UNIT no 1 INTRODUCTION TO DBMS NOTES.pdf

GTE MP.docx

  • 1. Y.B. PATIL POLYTECHNIC SECTOR NO. 29, AKURDI, PUNE -411044, INDIA HRISHIKESH TARANGE – Y-2070-1901340102 ATHARVA PATIL – Y-2075-1901340081 YOGESH YELAVI -Y-2083-1901340103 PRATHAMESH ROKDE – Y-2031-1901340079 AVINASH SAKHARE – Y-2058 -1901340080 DAVENDRA SUTHAR – Y-2077-1901340104 This is to certify ;has satisfactorily carried out and completed the project work entitled Study of types of rocks This work is being submitted for the award of Diploma in civil Engineering partial fulfillment of prescribed syllabus of M.S.B.T.E Mumbai for academic Year 2020 MR.SHEETAL NALBIWAR MR,ABHIJEET PATIL GUIDE HOD CIVIL DEPARTMENT PRINCIPLE PROF.A.S KONDEKAR Micro project proposal
  • 2. Topic-Study of types of rocks 1.Aims/benefits of micro project: To get knowledge about total station its objective its component use in civil engineering introduction & knowledge of total station 2 Course outcome addressed. 1 To learn about types of foundation 2. To learn about component & it use 3. To learn about their advantage & disadvantage 3 Action plan Sr. No. Details of activity Planned Start date Planed Finished date Name of responsible team member 1) Collection of information. 20/06/2020 20/06/2020 HRISHIKESH TARANGE – Y2070 ATHARVA PATIL – Y2075 2) Working of Microsoft Word. 20/06/2020 23/06/2020 YOGESH YELAVI – Y2083 PRATHAMESH ROKDE – Y2031 3) Taking Prints of the project made in Microsoft Word & Microsoft word & binding it 22/06/2020 22/06/2020 AVINASH SAKHAREz – Y2058 DAVENDRA SUTAR – Y2077
  • 3. 5 Resource Required Sr.no Name of resource /materials specification Qty Remark 1 Internet and reference book Collect information 1 2 laptop Working on Microsoft word 1 Name of team member with roll no HRISHIKESH TARANGE – Y2070 ATHARVA PATIL – Y2075 YOGESH YELAVI – Y2083 PRATHAMESH ROKDE – Y2031 AVINASH SAKHERE – Y2058 DAVENDRA SUTAR – Y2077 Micro project evaluation sheet
  • 4. Name of student HRISHIKESH TARANGE – Y2070 ATHARVA PATIL – Y2075 YOGESH YELAVI – Y2083 PRATHAMESH ROKDE – Y2031 AVINASH SAKHERE – Y2058 DAVENDRA SUTAR – Y2077 Name of programme: micro project on the Study of types of rocks Semester:2st Course title: GEOTECHNICAL ENGINEERING Title of micro project : Study of types of rocks Course outcome achieved 1 To learn about Study of types of rocks 2. To learn about component & it use 3. To learn about their advantage & disadvantage Sr no Characteristic to be assessed Poor (mark 1-3) Average (mark 4-5) Good (mark 6-8) Excellent (mark 9-10) Sub total (A)PROCESS AND PRODUCT ASSESSMENT CONVERT ABOVE TOTAL MARK OUT OF 6 MARK 1 Relevance to the course 2 Literature review/information 3 Completion of the target as per project proposal 4 Analysis of date and representation 5 Quality of prototype/model 6 Report preparation (B)INDIVIDUAL PRESENTATION/VIVA CONVERT ABOVE MARK OUT OF 4 MARKS 7 Presentation 8 viva
  • 5. NAME ROLL NO (A) PROCESS AND PRODUCT ASSESSMENT (6MARK) (B) INDIVIDUAL PRESENTATIO N/ VIVA (4 MARK) TOTAL MARK (10 MARK) HRISHIKESH TARANGE Y-2070 ATHARVA PATIL Y-2075 YOGESH YELAVI Y-2083 PRATHAMESH ROKDE Y-2031 AVINASH SAKHERE Y-2058 DAVENDRA SUTAR Y-2077 COMMENTS/SUGGESTION ABOUT TEAMWORK/LEADERSHIP/INTERPERSONAL COMMUNICATION ( IF ANY) NAME AND DESIGNATION OF TEACHER ………………………………………………… DATED SIGNATURE………………………………
  • 6. Introduction The study of geology is the study of the Earth, and so is ultimately the study of rocks. Geologists define a rock as: A bound aggregate of minerals, mineraloids, or fragments of other rocks. Chert The use of the word 'bound' means that a rock must have structural integrity, e.g. an aggregate of sand does not become a rock until the grains are bound together. Typical binding agents are very fine grained minerals (e.g. calcite, clay) or mineraloids (e.g. chert, glass), though in some rock types the crystals are intergrown and no binder is required. Classification There are three major groups of rocks: 1. Igneous rocks are those that have formed by the cooling and crystallisation of magma, either at the Earth's surface or within the crust; 2. Sedimentary rocks are those that have formed when eroded particles of other rocks have been deposited (on the ocean floor, stream/lake beds, etc) and compacted, or by the precipitation of minerals / mineraloids from water; 3. Metamorphic rocks are those that have formed when existing rocks have undergone pressure and / or temperature changes so that their original mineralogy has been changed. Each of these rock groups contains many different types of rock, and each can be identified from its physical features. Being able to describe and name rocks is one of the fundamental skills of a geologist. Important information regarding the nature of rocks is communicated through concise, accurate descriptions. This information allows the geologist to identify the rock, and, in the process, to learn about its history and the geological environment in which it was formed.
  • 7. A knowledge of field relationships between different rock units is fundamental to the study of rocks. It is gained from mapping and observing rocks in the field. In depth analysis of rocks using a microscope or sophisticated analytical laboratory equipment provides important information on their composition. In between these extremes is the observation and description of hand specimens. The term hand specimen refers to an easily manageable piece of rock that can be picked up and easily transported back to the geologist's base for further investigation. Methodology Rock identification is a systematic process, requiring concise, accurate descriptions of physical characteristics. This process is called petrography. Geologists use petrographic descriptions to communicate the essential features of rocks in writing (with illustrations / photographs if appropriate). Petrographic descriptions also summarise these characteristics for future reference. They should contain sufficient information to allow identification of the rock. Systematic petrographic descriptions, as the name suggests, should follow a systematic pattern detailing the necessary information in a set order. Geologists need to be able to determine the physical properties of rocks based on observations and simple tests that can be conducted in the field. Features of rocks Important features to look for when writing descriptions and identifying rocks are: Texture: Refers to the shape, arrangement and distribution of minerals or grains / clasts within the rock - the texture in a geological sense does NOT refer to the roughness of the surface of the rock; Structure: Refers to broader features of a rock which may extend beyond the hand specimen into the outcrop; examples are bedding (in sedimentary rocks), foliation (in metamorphic rocks); Note: Texture and structure, collectively referred to as fabric, are of primary importance in determining which major rock group a particular rock specimen belongs to.
  • 8. Grain size: Refers to the size of individual mineral crystals or clasts (pieces of pre- existing rock) in a rock. Grain size is useful for determining various rock types within the three major rock groups; Mineralogy: Refers to the minerals present within the rock, and also their relative proportions (especially important in the case of igneous rocks); Other features: Features such as colour, hardness / strength and specific gravity can also provide useful information, and should be included in a complete petrographic description. If a rock appears to be weathered this is an important feature to note as weathering can change physical characteristics markedly. The size of the sample should also be noted. Each of the three major rock groups has specific features which are useful for their determination, as do the rocks within the three groups. Preparing a petrographic description To ensure good systematic petrographic descriptions the following steps should be followed when investigating rocks. (Important note: physical characteristics should be determined from a fresh, unweathered surface): 1. Observe and note the rock's fabric (texture and structure). This should enable you to determine the group into which the sample falls (igneous, sedimentary or metamorphic). 2. Identify any minerals visible in the sample by their properties. If minerals comprise a significant portion of the sample, try to estimate the relative proportions of each. If the sample contains fragments of other rock types, try to identify these. 3. Determine the grain size, or range of grain sizes, in the sample. Use estimates of grain size as follows: fine: < 0.1mm diameter, medium: 0.1 – 2mm diameter, coarse: > 2mm diameter. Take note of whether different minerals are of different sizes, and / or whether there are large variations in grain size. 4. Note other features including colour, hardness / strength, specific gravity, sample size and any weathering.
  • 9. Igneous rocks Igneous rocks are formed by the solidification of magma, a silicate liquid generated by partial melting of the upper mantle or the lower crust. Different environments of formation, and the cooling rates associated with these, create very different textures and define the two major groupings within igneous rocks: Volcanic rocks Volcanic rocks form when magma rises to the surface and erupts, either as lava or pyroclastic material. The rate of cooling of the magma is rapid, and crystal growth is inhibited. Volcanic rocks are characteristically fine-grained. Volcanic rocks often exhibit structures caused by their eruption, e.g. flow banding (formed by shearing of the lava as it flows), and vesicles (open cavities that represent escaped gasses). Plutonic rocks Plutonic rocks form when magma cools within the Earth's crust. The rate of cooling of the magma is slow, allowing large crystals to grow. Plutonic rocks are characteristically coarse- grained. Textures of igneous rocks The environment of formation produces characteristic textures in igneous rocks which aid in their identification. These textures are: Phaneritic - This texture describes a rock with large, easily visible, interlocking crystals of several minerals. The crystals are randomly distributed and not aligned in any consistent direction. A phaneritic texture is developed by the slow cooling and crystallisation of magma trapped within the Earth's crust and is characteristic of plutonic rocks. Porphyritic - This texture describes a rock that has well-formed crystals visible to the naked eye, called phenocrysts, set in a very fine grained or glassy matrix, called the groundmass. A porphyritic texture is developed when magma that has been slowly cooling and crystallising within the Earth's crust suddenly erupted at the surface, causing the remaining uncrystallised magma to cool rapidly. This texture is characteristic of most volcanic rocks. Aphanitic - This texture describes very fine grained rock where individual crystals can be seen only with the aid of a microscope, i.e. the rock is mostly groundmass. An aphanitic texture is developed when magma is erupted at the Earth's surface and cools too quickly for large crystals to grow. This texture is exhibited by some volcanic rocks. Eutaxitic (applies only to welded ignimbrites) - This texture describes a rock with a planar fabric in which flattened pumice clasts are surrounded by a fine grained groundmass of sintered ash. The flattened pumice clasts are lenticular (lens-shaped) in cross-section and are called fiamme (Italian for flame). An eutaxitic texture is developed when hot, pumice-
  • 10. rich material is erupted explosively and is then compressed by overlying material while still in a hot, plastic state. Other features The chemical composition of the magma determines which minerals will form and in what proportions they will occur. Therefore, identification of the minerals present in the rock is an important step in being able to correctly identify the rock. Magmas that are relatively low in silica (SiO 2) crystallise olivine, pyroxene ( augite) and calcium-rich plagioclase, while magmas that are high in SiO 2 crystalline quartz, sodium-rich plagioclase, orthoclase, biotite and hornblende. As with minerals, igneous rocks can be broadly divided into mafic and felsic types. Mafic rocks are generally darker, and have higher abundances of mafic minerals. Felsic rocks are generally lighter in colour, having a higher concentration of felsic minerals.
  • 11. The following chart is a useful guide to identification of igneous rocks from their mineral composition: Sedimentary rocks Sedimentary rocks are the product of the erosion of existing rocks. Eroded material accumulates as sediment, either in the sea or on land, and is then buried, compacted and cemented to produce sedimentary rock (a process known as diagenesis). There are two major groupings of sedimentary rocks: Clastic sedimentary rocks The fragments of pre-existing rocks or minerals that make up a sedimentary rock are called clasts. Sedimentary rocks made up of clasts are called clastic (clastic indicates that particles have been broken and transported). Clastic sedimentary rocks are primarily classified on the size of their clasts. Clast size in clastic rocks
  • 12. Name Grade Size range (mm) Comments Boulder > 200 Clasts should be identifiable. Gravel Very coarse 60 – 200 Coarse 20 – 60 Medium 6 – 20 Fine 2 – 6 Sand Coarse 0.6 – 2 Clasts visible to the naked eye. Grains often identifiable. Medium 0.2 – 0.6 Fine 0.06 – 0.2 Mud < 0.002 – 0.06 Clasts not visible to the naked eye. Feels smooth. Clast shape, or the degree of rounding of clasts, is important in differentiating some sedimentary rocks. Clasts vary in shape from rounded to angular, depending on the distance they have been transported and / or the environment of deposition, e.g. rounded clasts are generally the product of long transportation distances and / or deposition in high energy environments (beaches, rivers).
  • 13. Clasts in sandstone The degree of sorting of clasts can be an important indicator of the depositional environment. In water, larger clasts are generally not transported great distances, and they settle faster. For example, in a mixture of mud and sand being transported in a river to the sea, the sand (larger clast size, heavier) would begin to deposit as soon as the river's energy dissipated, while the mud (fine, light-weight) would be transported far off shore. Therefore, a well sorted (clasts of approximately the same size), coarse sandstone indicates deposition in a reasonably high energy environment (near-shore) probably close to the source of the sand. Conversely, a mudstone generally indicates deep water deposition (low energy environment, far off shore). Structures produced during deposition, e.g. bedding and cross-bedding, can give clues as to the depositional environment. So can structures produced by re-working by tidal or storm- generated currents, e.g. ripple marks, rip-up clasts. Non-clastic sedimentary rocks These sedimentary rocks occur when minerals / mineraloids are precipitated directly from water, or are concentrated by organic matter / life. Components have not been transported prior to deposition. No classes are present. Metamorphic rocks Metamorphism is the alteration of pre-existing rocks in the solid state due to changes in temperature and pressure. Under increasing temperature and / or pressure existing minerals become unstable and break down to form new minerals. In the case of regional metamorphism the rocks are subjected to tectonic forces which provide the necessary mechanisms for metamorphism. Products include schist and slate. Contact metamorphism involves metamorphosis through heating by an intruding plutonic body. Hornfels is the result of this type of metamorphism. Metamorphic rocks are classified according to the conditions under which they recrystallised, known as their metamorphic facies. The key parameters in this classification are index minerals which indicate particular pressure / temperature conditions. These minerals may only be present in small proportions, and in many cases are difficult to recognise in hand specimens. An alternative classification, useful in the field or for hand specimens, is based upon the degree of recrystallisation of the original minerals, and so grain size and the degree of foliation (see below) are important. As metamorphism occurs in areas undergoing deformation, look also for structures that indicate deformation, such as folding (often shown as crenulations or small crumpled folds), and small fractures or faults. Metamorphic textures
  • 14. The two distinctive metamorphic textures are: Foliation planes in gneiss Foliation - This represents a distinct plane of weakness in the rock. Foliation is caused by the re-alignment of minerals when they are subjected to high pressure and temperature. Individual minerals align themselves perpendicular to the stress field such that their long axes are in the direction of these planes (which may look like the cleavage planes of minerals). Usually, a series of foliation planes can be seen parallel to each other in the rock. Well developed foliation is characteristic of most metamorphic rocks. Metamorphic rocks often break easily along foliation planes. Granular - This describes a metamorphic rock consisting of interlocking equant crystals (granules), almost entirely of one mineral. A granular texture is developed if a rock's chemical composition is close to that of a particular mineral. This mineral will crystallise if the rock is subjected to high pressure and temperature. A granular texture is characteristic of some metamorphic rocks. Note: As the grade of metamorphism increases (more temperature and pressure), both crystal size and the coarseness of foliation increase. Therefore, gneiss represents more intense metamorphism (or a higher grade) than does schist. Some fine-grained metamorphic rocks, e.g. schist, have larger crystals present. These crystals are called porphyroblasts. Porphyroblasts represent minerals that crystallise at a faster rate than the matrix minerals. Garnet is a common porphyroblast mineral. Guide to the classification of metamorphic rocks by texture Grain size Fine Medium Coarse
  • 15. Poorly foliated Hornfels Marble, quartzite Marble, quartzite Well foliated Slate Schist Gneiss Well foliated and sheared Mylonite Mylonite, schist Augen gneiss